Laserfiche WebLink
lolls <br />W <br />J <br />I ® I <br />cn I <br />' <br />p <br />B <br />z <br />W <br />W <br />I <br />I <br />N <br />U <br />I <br />CANAL GATE W/ EMERGENCY STORAGE POND <br />OPERATOR TO <br />II <br />x <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />(SEE DETAIL POND RETURN PUMP <br />SH 8) (SEE DETAIL SH 8) <br />I � <br />v <br />' <br />I <br />I <br />I <br />6" D C900 PVC <br />I I <br />C, <br />8" OF <br />x <br />I I <br />W <br />J <br />I ® I <br />cn I <br />' <br />p <br />B <br />z <br />W <br />W <br />m <br />I <br />N <br />U <br />I <br />CANAL GATE W/ EMERGENCY STORAGE POND <br />OPERATOR TO <br />O <br />x <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />(SEE DETAIL POND RETURN PUMP <br />SH 8) (SEE DETAIL SH 8) <br />v <br />' <br />I <br />I <br />I <br />6" D C900 PVC <br />C, <br />8" OF <br />x <br />6" OF <br />14.75 <br />I <br />I <br />I <br />I <br />I <br />T <br />x <br />I <br />t <br />I <br />j <br />W <br />W <br />J <br />I ® I <br />cn I <br />' <br />p <br />z <br />z <br />W <br />W <br />m <br />I <br />N <br />U <br />I <br />CANAL GATE W/ EMERGENCY STORAGE POND <br />OPERATOR TO <br />O <br />Q <br />TOP OF LEVEE EMERGENCY STORAGE <br />W <br />(SEE DETAIL POND RETURN PUMP <br />SH 8) (SEE DETAIL SH 8) <br />v <br />' <br />6" D C900 PVC <br />C, <br />8" OF <br />6" OF <br />14.75 <br />T <br />I � <br />I I <br />> <br />O <br />z_ <br />p FINISH GRADE <br />CHLORINE c7 <br />CONTACT <br />BASIN 2y, <br />6" PVC OVERFLOW <br />I cy <br />I m <br />SANT SEWE <br />MH Y OT <br />p <br />p <br />z <br />z <br />W <br />W <br />m <br />m <br />N <br />N <br />CANAL GATE W/ EMERGENCY STORAGE POND <br />OPERATOR TO <br />O <br />Q <br />TOP OF LEVEE EMERGENCY STORAGE <br />(SEE DETAIL POND RETURN PUMP <br />SH 8) (SEE DETAIL SH 8) <br />v <br />� <br />2.5 <br />x <br />x <br />C <br />A <br />D <br />x x <br />x <br />LEVEE <br />: <br />E <br />F <br />CONTROL <br />BUILDING <br />TOP OF LEVEE <br />J I LEVEE <br />6"D 4"D <br />2" SL <br />RAW SEWAGE /2" SOH PT IN <br />PUMP STATION 2" PVC CON <br />g q I I I -- – <br />I <br />__ II11/7 <br />8 ' <br />I I I7I <br />I I <br />AERATION BASIN, <br />CLARIFIER,SURGE <br />BASIN AND AEROBIC <br />DIGESTER <br />PUMP <br />REDUCER – <br />ELEV 14.75 FLEX COUPLING <br />3 <br />�I <br />�---•- 6.5% \ <br />8'x 8' x 6" CONC SLAB <br />W/ #4 REBAR @ 12" CCEW <br />IN CENTER OF SLAB — <br />EMERGENCY <br />STORAGE <br />POND <br />CHLORINE <br />CONTACT <br />BASIN <br />_---DRAINAGE GATE <br />� I V2' SOH PT IN <br />I 2" PVC COND <br />I I <br />i <br />p <br />N <br />O <br />v <br />RWGV <br />RAW <br />SEWAGE <br />PUMP <br />STATION <br />0 <br />FIN GR <br />2.5 <br />p <br />W <br />co <br />N <br /><Y <br />O <br />S <br />v <br />INV EL = 2.0 6" PVC DRAIN <br />G A H <br />DESCRIPTION I BY I APP I DATE <br />Zq <br />TOP OF LEVEE <br />ELEV 14.75 <br />�I <br />EMERGENCY <br />STORAGE <br />POND <br />QROFESS/pyq! <br />A CHLORINE CONTACT BASIN OVERFLOW g STORAGE POND DRAIN �oE>�93o4a�I`• f <br />w ' `�' No. 6513 <br />-- SCALE : 1" = 10' __s I <br />SCALE : I" = 10' <br />• CIV1� .� <br />ffllf OF •Cp1.1F0`���� <br />SCALE DATE DESIGNED ERS SUBMITTED DEWANTE AND STOWELL FLAGCITY DRAWING NUMBER SHEET NUMBER <br />AUGUST 1994 SAN JOAQUIN co.,cALIFORNIA EMERGENCY STORAGE POND <br />I" - 20' DRAWN MVW RECOMMENDED CONSULTING ENGINEERS <br />FILE CHECKED ERS APPROVED SACRAMENTO, CALIFORNIA WASTEWATER TREATMENT FACILITIES PLAN & SECTIONS % OF 44 <br />93423 <br />i•\09A99\cl nnnnnd tlnn Inn 90 100A 16911�. <br />14.75 14.75 <br />3.00 <br />3.25 <br />CANAL GATE W/ EMERGENCY STORAGE POND <br />OPERATOR TO <br />TOP OF LEVEE EMERGENCY STORAGE <br />(SEE DETAIL POND RETURN PUMP <br />SH 8) (SEE DETAIL SH 8) <br />3.07 ` 3.25 <br />2.75 <br />6" D C900 PVC <br />8" OF <br />6" OF <br />14.75 <br />CONTROL <br />BUILDING <br />TOP OF LEVEE <br />J I LEVEE <br />6"D 4"D <br />2" SL <br />RAW SEWAGE /2" SOH PT IN <br />PUMP STATION 2" PVC CON <br />g q I I I -- – <br />I <br />__ II11/7 <br />8 ' <br />I I I7I <br />I I <br />AERATION BASIN, <br />CLARIFIER,SURGE <br />BASIN AND AEROBIC <br />DIGESTER <br />PUMP <br />REDUCER – <br />ELEV 14.75 FLEX COUPLING <br />3 <br />�I <br />�---•- 6.5% \ <br />8'x 8' x 6" CONC SLAB <br />W/ #4 REBAR @ 12" CCEW <br />IN CENTER OF SLAB — <br />EMERGENCY <br />STORAGE <br />POND <br />CHLORINE <br />CONTACT <br />BASIN <br />_---DRAINAGE GATE <br />� I V2' SOH PT IN <br />I 2" PVC COND <br />I I <br />i <br />p <br />N <br />O <br />v <br />RWGV <br />RAW <br />SEWAGE <br />PUMP <br />STATION <br />0 <br />FIN GR <br />2.5 <br />p <br />W <br />co <br />N <br /><Y <br />O <br />S <br />v <br />INV EL = 2.0 6" PVC DRAIN <br />G A H <br />DESCRIPTION I BY I APP I DATE <br />Zq <br />TOP OF LEVEE <br />ELEV 14.75 <br />�I <br />EMERGENCY <br />STORAGE <br />POND <br />QROFESS/pyq! <br />A CHLORINE CONTACT BASIN OVERFLOW g STORAGE POND DRAIN �oE>�93o4a�I`• f <br />w ' `�' No. 6513 <br />-- SCALE : 1" = 10' __s I <br />SCALE : I" = 10' <br />• CIV1� .� <br />ffllf OF •Cp1.1F0`���� <br />SCALE DATE DESIGNED ERS SUBMITTED DEWANTE AND STOWELL FLAGCITY DRAWING NUMBER SHEET NUMBER <br />AUGUST 1994 SAN JOAQUIN co.,cALIFORNIA EMERGENCY STORAGE POND <br />I" - 20' DRAWN MVW RECOMMENDED CONSULTING ENGINEERS <br />FILE CHECKED ERS APPROVED SACRAMENTO, CALIFORNIA WASTEWATER TREATMENT FACILITIES PLAN & SECTIONS % OF 44 <br />93423 <br />i•\09A99\cl nnnnnd tlnn Inn 90 100A 16911�. <br />